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Home My WebLink AboutD-382411v N 00 ch N CL Lu 0 m MATCHLINE - SEE DWG SW9 ,,Nil c7 Ivl IEEIIIIIII� ` rr 1i . ' -360 94(� - CONN E) 1 u - — IA #1 45 \ ?� IF 360 74(1 - CONN N) IF iShJ ( C6Nr E)' . Ir 36064(1 CONC W) ' • IE i A S (17 CONN 4) HO 159 a4 f f 81S(7 ..ADS W) CI3 TYPE I UO $ I-357 --. ^" '` p S H (p( ), �? k'I. RIM -M149 I z:^, N , NEW SEWER LINE 3 OJ 3e1 n9(4 .oNc E,) 7" 32eaio Eaz31 V CB Ivrl I ,SEE DWG Sig I u ai jN(1 coNc ) \ w - Pn\EC hIM it z ov ? rlo r=,?ryl9(1 _- coNc mq > F3B M I- II 3 P 5917 PVC N1 ay ••" ).59 �\ Q IIII\4 -35h 76 ` 329470-0302 IE 7 H ,J(f11VIDfR f N�) \'% n i \-ihi� Lu 13 ^--..-_--_ ( s r:) u. r,�,.1 e(1a raNc °)` r \¢ CN SAlvlli y EDGE OF PAVEMENT TYP II. 3, 41 I2 AP_ \ ,'V IF 3 i 12 CONN W) 30F 35809 - 14 / r mu : Lazo RON I ENCS-, 2 � 6 15 z 14 06-35e 15 C7 .- r oN crzw C7v3 2 Nr N. c 1 e rcio . c LL LL V GENERAL NOTES 1. SEE GENERAL STORMWATER NOTES ON DWG G2. 2. SEE DETAIL 2 ON DWG SW15 FOR TYPICAL TRENCH CROSS SECTION. 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION LIMITS WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS. WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE PAID FOR BY "SITE SPECIFIC POTHOLING". 4. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA. 5. SEE DWG G7 FOR UTILITY POTHOLE DATA. CONSTRUCTION NOTES O1 DEPTH OF EXISTING UTILITY UNKNOWN. CONTRACTOR TO POTHOLE PRIOR TO START OF WORK AND PROTECT AND PROVIDE SUPPORT DURING CONSTRUCTION AS NECESSARY. (2)PLUG PIPE AND ABANDON. O3 ABANDON EXISTING STORM MH PER THE PROJECT SPECIAL PROVISIONS. INCIDENTAL TO NEW STORM DRAIN PIPE. ® EXISTING STORM LATERAL TO REMAIN. O EXISTING GAS LINE TO BE RELOCATED BY PSE. © CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM. O7 RESTORE RAISED EDGE AT CORNER PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE CURB IS INCIDENTAL TO HMA BID ITEM.